Finite Element Analysis of Perforating Triple Steel Tube BucklingRestrained Brace
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Finite Element Analysis of Perforating Triple Steel Tube BucklingRestrained Brace
Acta Scientiarum Naturalium Universitatis SunYatseniVol. 49, Issue 3, Pages: 140-145(2010)
作者机构:
广州大学土木工程学院,广东,广州,510006
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Published:2010,
Published Online:25 May 2010,
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Finite Element Analysis of Perforating Triple Steel Tube BucklingRestrained Brace. [J]. Acta Scientiarum Naturalium Universitatis SunYatseni 49(3):140-145(2010)
DOI:
Finite Element Analysis of Perforating Triple Steel Tube BucklingRestrained Brace. [J]. Acta Scientiarum Naturalium Universitatis SunYatseni 49(3):140-145(2010)DOI:
Finite Element Analysis of Perforating Triple Steel Tube BucklingRestrained Brace
The perforating triplesteel tube bucklingrestrained brace is an energy damping device with the good performance. The structure of the triplesteel tube bucklingrestrained brace is introduced in this paper. In order to research the carrying capacity and hysteretic energy performance of the perforating triplesteel tube bucklingrestrained brace for different perforating types and gaps
ten different perforating types and sizes are designed to carry out a FEM analysis with softwares ANSYS and ABAQUS. The perforating triplesteel tube bucklingrestrained brace shows a stable hysteretic function and higher energy dissipation capacity
with the yielding point in the setting area. The perforating form and size influence the functions of the perforating triplesteel tube bucklingrestrained brace. The“confinement” effect of perforating triplesteel tube bucklingrestrained brace is significantly lower than that of traditional triplesteel tube bucklingrestrained brace. The carrying capacity of BRB does not reduce when the gap is not zero.
关键词
防屈曲耗能支撑三重钢管开孔耗能性能有限元分析
Keywords
bucklingrestrained bracetriplesteelperforationhysteretic capacityfinite element analysis